CN205348563U - Foaming cement composite sheet with forked tail slot type steel limit rib structure - Google Patents
Foaming cement composite sheet with forked tail slot type steel limit rib structure Download PDFInfo
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- CN205348563U CN205348563U CN201521010707.7U CN201521010707U CN205348563U CN 205348563 U CN205348563 U CN 205348563U CN 201521010707 U CN201521010707 U CN 201521010707U CN 205348563 U CN205348563 U CN 205348563U
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Abstract
The utility model relates to a foaming cement composite sheet with forked tail slot type steel limit rib structure, it includes in the following panel any one: foaming cement composite bottom plate, foaming cement composite wall panel, the compound roof of foaming cement wherein are equipped with forked tail slot type steel frame limit rib, forked tail slot type steel frame limit rib, constitute by last lower flange and forked tail trough rim costal fovea groove, and forked tail trough rim costal fovea inslot be equipped with embedded parts wedge. Connection between each panel is fixed with the wedge -shaped block connected that panel forked tail trough rim costal fovea inslot was equipped with through bolt spare, right angle shape connecting piece. The wedge be the slidable to the quick installation in finding the position accurately. The utility model discloses install easy and simple to handlely, swift, firm, reduced the wet practice of job site, reduced environmental pollution and noise emission that the construction caused. The utility model relates to an energy -concerving and environment -protective green building product.
Description
Technical field
This utility model belongs to building field, refers in particular to a kind of foam cement composite plate with dovetail groove type steel limit rib structure.
Background technology
At present, the connection between wallboard sheet material traditional in building field, it is generally adopted the form of Type of Welding and mounting.Its shortcoming is: welding process equipment is complicated, and the environmental pollution often caused and noise emission, after welding, secondary anticorrosion is loaded down with trivial details, its inefficiency；And the intensity mounting form needs extra frock to guarantee.
Utility model content
The purpose of this utility model is in that to overcome prior art not enough and provide a kind of foam cement composite plate with dovetail groove type steel limit rib structure.When being attached between this utility model foam cement composite board, utilize the dovetail groove type steel limit rib structure being provided with in foam cement composite board can quickly, simplicity complete mechanical type connect, substantially increase work efficiency, it is to avoid the environmental pollution caused because of traditional welding and noise emission.
This utility model has the foam cement composite plate of dovetail groove type steel limit rib structure, various building can be assembled into as playing with building blocks, as: the space structure buildings such as low-rise building, assembled integral vacuum toilet, assembled container construction, assembled integrated building, assembled hexahedron.Connected mode between this utility model foam cement composite board, is that the inside grooves of the dovetail groove type steel limit rib utilizing foam cement composite board to be provided with places the embedded part matched with groove shapes；Embedded part can be put in the costal fovea groove of dovetail groove type steel limit in advance, it is also possible to places into when sheet material is installed and connected；Again through connector, it is achieved the quick connection between each sheet material.
The technical solution of the utility model is:
A kind of foam cement composite plate with dovetail groove type steel limit rib structure, it includes any one in following sheet material: foam cement composite bottom board, foam cement combined wall board, foam cement compound roof, it is characterised in that: in described foam cement composite bottom board or foam cement combined wall board or foam cement compound roof, it is provided with dovetail groove type steel frame limit rib；Described dovetail groove type steel frame limit rib, is made up of upper lower flange and dovetail trough rim costal fovea groove；And it is provided with insert portion wedge in described dovetail trough rim costal fovea groove.
Wherein, the connection between described foam cement combined wall board and described foam cement composite bottom board, is be connected fixing with the wedge being provided with in sheet material dovetail trough rim costal fovea groove by bolt part, connector.
Connection between described foam cement combined wall board and described foam cement combined wall board, is be connected fixing with the wedge being provided with in sheet material dovetail trough rim costal fovea groove by bolt part, connector.
Connection between described foam cement combined wall board and described foam cement compound roof, is be connected fixing with the wedge being provided with in sheet material dovetail trough rim costal fovea groove by bolt part, connector.
Described foam cement composite bottom board, is made up of steel frame, steel bar girder, steel wire, inorganic foamed cement core, upper and lower cement screedn compound；Described steel wire is connected fixing with steel frame；According to design requirement, described steel wire can overall lay or part is laid.Foam cement composite bottom board described in this utility model, it is also possible to for floor.
Described foam cement combined wall board, steel frame, upper and lower steel wire, several and upper and lower steel wire the steel ring socketed, inorganic foamed cement core, upper and lower cement screedn compound are constituted；Described steel wire is connected fixing with steel frame；According to design requirement, steel wire can overall lay or part is laid.
The another kind of structure of described foam cement combined wall board is, is made up of steel frame, steel wire, steel bar girder, inorganic foamed cement core, upper and lower cement screedn compound；Described steel wire is connected fixing with steel frame；According to design requirement, described steel wire can overall lay or part is laid.
Described foam cement compound roof, is made up of steel frame, steel wire, steel bar girder, inorganic foamed cement core, upper and lower cement screedn compound；Described steel wire is connected fixing with steel frame；According to design requirement, described steel wire can overall lay or part is laid.
In described dovetail trough rim costal fovea groove, be provided with wedge is slidably, in order to capturing position and Fast Installation.
The shape of described wedge matches with groove shapes.
Described wedge can be placed in the groove of dovetail trough rim rib in advance, it is possible to is placed on when mounted in the groove of dovetail trough rim rib.
The hole coordinated with bolt it is provided with in described wedge；And be provided with can the fluting of placing nut.
Another structure of described wedge is to be provided with the screwed hole coordinated with bolt in described wedge.
Another structure of described wedge is, is provided with the bolt with nut screw connection in described wedge.
Described connector is square connector；And on connector, it is provided with the via matched with bolt.
Described square connector has additional gusset, to meet the intensity of sheet material connection by strengthening the intensity of connector.
It is provided with reinforcement, to meet the intensity that sheet material connects in the upper lower flange of described dovetail trough rim rib.
A kind of method of attachment of the foam cement composite plate with dovetail groove type steel limit rib structure, it is characterised in that: the method step includes:
According to designing requirement, make foam cement composite bottom board or foam cement combined wall board or foam cement compound roof；And in described foam cement composite bottom board or foam cement combined wall board or foam cement compound roof, it is provided with dovetail groove type steel frame limit rib；Described dovetail groove type steel frame limit rib, is made up of upper lower flange and dovetail trough rim costal fovea groove；And it is provided with insert portion wedge in described dovetail trough rim costal fovea groove.
Wherein, the method of attachment step of described foam cement composite bottom board and foam cement combined wall board is: first, foam cement composite bottom board is positioned on horizontal basal plane, by designing requirement, foam cement combined wall board is vertically positioned on foam cement composite bottom board relative position；Respectively the wedge being placed with nut is put into foam cement composite bottom board and in dovetail trough rim costal fovea groove that foam cement combined wall board is provided with；Again respectively by bolt traverse connector, and it is connected with the nut being placed in wedge fixing, utilizes wedge and the fastening of dovetail groove type steel frame limit rib, so that foam cement composite bottom board is connected with foam cement combined wall board fixing.
The method of attachment step of described foam cement combined wall board and another block foam cement combined wall board is: by designing requirement, the wedge being placed with nut puts into foam cement combined wall board respectively and in dovetail trough rim costal fovea groove that another block foam cement combined wall board is provided with；Again respectively by bolt traverse connector, and it is connected with the nut being placed in wedge fixing, utilizes wedge and the fastening of dovetail groove type steel frame limit rib, so that foam cement combined wall board is connected with foam cement combined wall board.
The method of attachment step of described foam cement combined wall board and foam cement compound roof is: by designing requirement, foam cement compound roof is positioned on foam cement combined wall board, respectively the wedge being placed with nut is put into foam cement compound roof and in dovetail trough rim costal fovea groove that foam cement combined wall board is provided with；Again respectively by bolt traverse connector, and it is connected with the nut being placed in wedge fixing, utilizes wedge and the fastening of dovetail groove type steel frame limit rib, so that foam cement combined wall board is connected with foam cement compound roof.
The utility model has the advantage of: industrialization Prefabrication can be adopted owing to having dovetail trough rim rib structure foam cement composite plate, just can complete mechanical system assembly at the construction field (site) as playing with building blocks, therefore this utility model is installed easy and simple to handle, fast, firmly, greatly reduce the wet practice of job site, reduce environmental pollution and noise emissions that construction causes.This utility model foam cement composite plate, its fire endurance >=4 hour；Sound insulation >=42 decibel, constituted raw material is inorganic material, and for non-combustible, this utility model has load bearing heat preserving, heat insulation, durable, antidetonation, light weight, excellent fire protecting performance and sound insulation property.This utility model is the green building product of a kind of energy-conserving and environment-protective.
Accompanying drawing explanation
Fig. 1-1 is the structural representation of this utility model foam cement composite bottom board.
Fig. 1-2 is the structural representation of this utility model foam cement combined wall board.
Fig. 1-3 is the structural representation of this utility model foam cement compound roof.
Fig. 1-4 is dovetail groove type limit rib sectional view in this utility model foam cement composite plate.
Fig. 2-1, Fig. 2-2, Fig. 2-3 are wedge structural representation in this utility model embodiment 1.
Fig. 3 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement composite bottom board in this utility model embodiment 1.
Fig. 4 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement combined wall board in this utility model embodiment 1.
Fig. 5 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement compound roof in this utility model embodiment 1.
Fig. 6-1, Fig. 6-2 are wedge structural representation in this utility model embodiment 2.
Fig. 7 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement composite bottom board in this utility model embodiment 2.
Fig. 8-1, Fig. 8-2 are wedge structural representation in this utility model embodiment 3.
Fig. 9 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement composite bottom board in this utility model embodiment 3.
Figure 10-1, Figure 10-2 are wedge structural representation in this utility model embodiment 4.
Drawing reference numeral illustrates:
Foam cement composite bottom board 1；Foam cement combined wall board 2,2 '；
Foam cement compound roof 3；Steel frame 101；Steel bar girder 102；Inorganic foamed cement core 103；Upper and lower cement screedn 104；Steel wire 105；Connector 106；
Dovetail groove type limit rib 6；Groove 61；Reinforcement 62；
Wedge 7；Hole 70；Fluting 71；
Screwed hole 72；Nut 73；Bolt 74；Bolt sleeve 75；Cover plate 76；
Square connector 8；Via 81；Gusset 82.
Detailed description of the invention
Below in conjunction with Figure of description and embodiment, the utility model is described in further detail.
Embodiment 1:
If Fig. 1-1 to Fig. 1-4, Fig. 2-1 are to shown in Fig. 2-3, Fig. 3 to Fig. 5, this utility model includes: foam cement composite bottom board 1, foam cement combined wall board 2, foam cement compound roof 3.Described foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3 are provided with dovetail groove type steel frame limit rib 6；Described dovetail groove type steel frame limit rib 6, is made up of upper lower flange and dovetail trough rim costal fovea groove 61；And it is provided with insert portion wedge 7 in described dovetail trough rim costal fovea groove 61；And in described wedge 7, it is provided with the hole 70 coordinated with bolt 74 and can the fluting 71 of placing nut 73.
Connection between described foam cement composite bottom board 1 and described foam cement combined wall board 2, is be connected fixing through square connector 8 with the nut 73 placed in wedge 7 by bolt 74；
Connection between described foam cement combined wall board 2 and described foam cement combined wall board 2 ', is be connected fixing through square connector 8 with the nut 73 placed in wedge 7 by bolt 74；
Connection between described foam cement combined wall board 2 and described foam cement compound roof 3, is be connected fixing through square connector 8 with the nut 73 placed in wedge 7 by bolt 74.
Wherein, described square connector 8 is provided with the via 81 matched with bolt.
In this utility model embodiment, described foam cement composite bottom board 1, it is made up of steel frame 101, steel bar girder 102, steel wire 105, inorganic foamed cement core 103, upper and lower cement screedn 104 compound；Wherein, steel wire 105 is connected fixing with steel frame 101；According to design requirement, steel wire 105 can overall lay or part is laid.
Described foam cement combined wall board 2 or foam cement combined wall board 2 ', steel frame 101, steel bar girder 102, inorganic foamed cement core 103, upper and lower steel wire 105, several and upper and lower steel wire 105 connector 106, upper and lower cement screedn 104 compound that socket are constituted；Wherein, steel wire 105 is connected fixing with steel frame 101；According to design requirement, steel wire 105 can overall lay or part is laid.
Described foam cement compound roof 3, is made up of steel frame 101, steel wire 105, steel bar girder 102, inorganic foamed cement core 103, upper and lower cement screedn 104 compound；Wherein, steel wire 105 is connected fixing with steel frame 101；According to design requirement, steel wire 105 can overall lay or part is laid.
In described dovetail trough rim costal fovea groove 61, be provided with wedge 7 is slidably, in order to capturing position and Fast Installation.
The shape of described wedge 6 is closed with groove 61 matching form.
Described wedge 7 can be placed in the groove 61 of dovetail trough rim rib 6 in advance, it is possible to is placed on when mounted in the groove 61 of dovetail trough rim rib 6.
The installation and connection method step of this utility model embodiment 1 foam cement composite plate, it includes:
According to designing requirement, make foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3；Described foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3 are provided with dovetail groove type steel frame limit rib 6；Described dovetail groove type steel frame limit rib 6, is made up of upper lower flange and dovetail trough rim costal fovea groove 61；And it is provided with insert portion wedge 7 in described dovetail trough rim costal fovea groove 61；The hole 70 coordinated with bolt 74 and can the fluting 71 of placing nut 73 it is provided with in wedge 7.
Wherein, the installation and connection method step of described foam cement composite bottom board 1 and foam cement combined wall board 2 is: first, foam cement composite bottom board 1 is positioned on horizontal basal plane, by designing requirement, foam cement combined wall board 2 is vertically positioned on foam cement composite bottom board 1 relative position；Respectively the wedge 7 being placed with nut 73 is put into foam cement composite bottom board 1 and in dovetail trough rim costal fovea groove 61 that foam cement combined wall board 2 is provided with；Again respectively by bolt 73 traverse square connector 8, and it is connected with the nut 73 being placed in wedge 7 fixing, utilizes wedge 7 and dovetail groove type steel frame limit rib 6 to fasten, so that foam cement composite bottom board 1 is connected with foam cement combined wall board 2:
The installation and connection method step of described foam cement combined wall board and another block foam cement combined wall board is: by designing requirement, the wedge 7 being placed with nut 73 puts into foam cement combined wall board 2 respectively and in dovetail trough rim costal fovea groove 61 that another block foam cement combined wall board 2 ' is provided with；Again respectively by bolt 74 traverse square connector 8, and it is connected with the nut 73 being placed in wedge 7 fixing, utilizes wedge 7 and dovetail groove type steel frame limit rib 6 to fasten, so that foam cement combined wall board 2 and foam cement combined wall board 2 ' are connected to a fixed.
The installation and connection method step of described foam cement combined wall board 2 and foam cement compound roof 3 is: by designing requirement, foam cement compound roof 3 is positioned on foam cement combined wall board 2, respectively the wedge 7 being placed with nut 73 is put into foam cement compound roof 3 and in dovetail trough rim costal fovea groove 6 that foam cement combined wall board 2 is provided with；Again respectively by bolt 73 traverse square connector 8, and it is connected with the nut 73 being placed in wedge 7 fixing, utilizes wedge 7 and dovetail groove type steel frame limit rib 6 to fasten, so that foam cement combined wall board 2 and foam cement compound roof 3 are connected to a fixed.
Embodiment 2:
As shown in Fig. 1-1 to Fig. 1-4, Fig. 6-1 to Fig. 6-2, Fig. 7, this utility model includes: foam cement composite bottom board 1, foam cement combined wall board 2, foam cement compound roof 3 as described in Example 1.Described foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3 are provided with dovetail groove type steel frame limit rib 6；Described dovetail groove type steel frame limit rib 6, is made up of upper lower flange and dovetail trough rim costal fovea groove 61；And it is provided with insert portion wedge 7 in described dovetail trough rim costal fovea groove 61；And in wedge 7, it is provided with the screwed hole 72 coordinated with bolt 74.
Connection between described foam cement composite bottom board 1 and described foam cement combined wall board 2, is be connected fixing by bolt 74 with the wedge 7 being provided with in sheet material dovetail trough rim costal fovea groove 6 through square connector 8.
Connection between described foam cement combined wall board 2 and described foam cement combined wall board 2 ', is be connected fixing by bolt 74 with the wedge 7 being provided with in sheet material dovetail trough rim costal fovea groove 6 through square connector 8.
Connection between described foam cement combined wall board 2 and described foam cement compound roof 3, is be connected fixing by bolt 74 with the wedge 7 being provided with in sheet material dovetail trough rim costal fovea groove 6 through square connector 8.
Wherein, described square connector 8 is provided with the via 81 matched with bolt.
In described dovetail trough rim costal fovea groove 61, be provided with wedge 7 is slidably, in order to capturing position and Fast Installation.
The shape of described wedge 6 is closed with groove 61 matching form.
Described wedge 7 can be placed in the groove 61 of dovetail trough rim rib 6 in advance, it is possible to is placed on when mounted in the groove 61 of dovetail trough rim rib 6.
The installation and connection method step of this utility model embodiment 2 foam cement composite plate, it includes:
According to designing requirement, make foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3；Described foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3 are provided with dovetail groove type steel frame limit rib 6；Described dovetail groove type steel frame limit rib 6, is made up of upper lower flange and dovetail trough rim costal fovea groove 61；And it is provided with insert portion wedge 7 in described dovetail trough rim costal fovea groove 61；And in wedge 7, it is provided with the screwed hole 72 coordinated with bolt 74.
Wherein, the installation and connection method step of described foam cement composite bottom board 1 and foam cement combined wall board 2 is: first, foam cement composite bottom board 1 is positioned on horizontal basal plane, by designing requirement, foam cement combined wall board 2 is vertically positioned on foam cement composite bottom board 1 relative position；Respectively the wedge 7 being placed with nut 73 is put into foam cement composite bottom board 1 and in dovetail trough rim costal fovea groove 61 that foam cement combined wall board 2 is provided with；Again respectively by bolt 74 traverse square connector 8, and it is connected with the screwed hole 72 in wedge 7 fixing, utilizes wedge 7 and dovetail groove type steel frame limit rib 6 to fasten, so that foam cement composite bottom board 1 and foam cement combined wall board 2 are connected to a fixed.
The installation and connection method step of described foam cement combined wall board 2 and another block foam cement combined wall board 2 ' is: by designing requirement, the wedge 7 being placed with nut 73 puts into foam cement combined wall board 2 respectively and in dovetail trough rim costal fovea groove 61 that another block foam cement combined wall board 2 ' is provided with；Again respectively by bolt 74 traverse square connector 8, and it is connected with the screwed hole 72 in wedge 7 fixing, utilizes wedge 7 and dovetail groove type steel frame limit rib 6 to fasten, so that foam cement combined wall board 2 and foam cement combined wall board 2 ' are connected to a fixed.
The installation and connection method step of described foam cement combined wall board 2 and foam cement compound roof 3 is: by designing requirement, foam cement compound roof 3 is positioned on foam cement combined wall board 2, respectively the wedge 7 being placed with nut 73 is put into foam cement compound roof 3 and in dovetail trough rim costal fovea groove 6 that foam cement combined wall board 2 is provided with；Again respectively by bolt 74 traverse square connector 8, and it is connected with the screwed hole 72 in wedge 7 fixing, utilizes wedge 7 and dovetail groove type steel frame limit rib 6 to fasten, so that foam cement combined wall board 2 and foam cement compound roof 3 are connected to a fixed.
Embodiment 3:
As shown in Fig. 1-1 to Fig. 1-4, Fig. 8-1 to Fig. 8-2, Fig. 9, the present embodiment 3 is a difference in that with embodiment 1: one: the another kind of structure of described wedge 7 is, is provided with the bolt 74 coordinated with nut 73 in wedge 7.Its two: on described square connector 8, have additional gusset 82, with by strengthen connector intensity meet sheet material connect intensity.The further feature of the present embodiment 3 is identical with above-described embodiment 1, therefore is not repeating.
Embodiment 4:
As shown in Fig. 1-1 to Fig. 1-4, Figure 10-1, Figure 10-2, the present embodiment 4 is a difference in that with embodiment 1: be provided with reinforcement 62 in the upper lower flange of described dovetail trough rim rib 6, to meet the intensity that sheet material connects.The further feature of the present embodiment 4 is identical with above-described embodiment 1, therefore is not repeating.
For a person skilled in the art, according to different design requirements, connected mode between foam cement composite board in this utility model embodiment can be carried out independent assortment.Above-described embodiment is preferred embodiment of the present utility model, but is not limited to above-mentioned several ways.All within spirit of the present utility model and principle, any amendment of making, equivalent replacement, improvement etc., should be included within protection domain of the present utility model.
Claims (17)
1. a foam cement composite plate with dovetail groove type steel limit rib structure, it includes any one in following sheet material: foam cement composite bottom board, foam cement combined wall board, foam cement compound roof, it is characterised in that: in described foam cement composite bottom board or foam cement combined wall board or foam cement compound roof, it is provided with dovetail groove type steel frame limit rib；Described dovetail groove type steel frame limit rib, is made up of upper lower flange and dovetail trough rim costal fovea groove；And it is provided with insert portion wedge in described dovetail trough rim costal fovea groove.
2. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the connection between described foam cement combined wall board and described foam cement composite bottom board, be connected with the wedge being provided with in sheet material dovetail trough rim costal fovea groove fixing by bolt part, connector.
3. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the connection between described foam cement combined wall board and described foam cement combined wall board, be connected with the wedge being provided with in sheet material dovetail trough rim costal fovea groove fixing by bolt part, connector.
4. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the connection between described foam cement combined wall board and described foam cement compound roof, be connected with the wedge being provided with in sheet material dovetail trough rim costal fovea groove fixing by bolt part, connector.
5. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: described foam cement composite bottom board, be made up of steel frame, steel bar girder, steel wire, inorganic foamed cement core, upper and lower cement screedn compound；Described steel wire is connected fixing with steel frame；Described steel wire can overall lay or part is laid.
6. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: described foam cement combined wall board, steel frame, upper and lower steel wire, several and upper and lower steel wire the steel ring socketed, inorganic foamed cement core, upper and lower cement screedn compound are constituted；Described steel wire is connected fixing with steel frame；Steel wire can overall lay or part is laid.
7. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the another kind of structure of described foam cement combined wall board is, be made up of steel frame, steel wire, steel bar girder, inorganic foamed cement core, upper and lower cement screedn compound；Described steel wire is connected fixing with steel frame；Described steel wire can overall lay or part is laid.
8. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: described foam cement compound roof, be made up of steel frame, steel wire, steel bar girder, inorganic foamed cement core, upper and lower cement screedn compound；Described steel wire is connected fixing with steel frame；Described steel wire can overall lay or part is laid.
9. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: in described dovetail trough rim costal fovea groove, it is provided with slidably wedge.
10. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: the shape of described wedge matches with groove shapes.
11. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: described wedge can be placed in the groove of dovetail trough rim rib in advance, it is possible to is placed on when mounted in the groove of dovetail trough rim rib.
12. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: in described wedge, it is provided with the hole coordinated with bolt；And be provided with can the fluting of placing nut.
13. according to the foam cement composite plate with dovetail groove type steel limit rib structure described in claim 1 or 9 or 10 or 11, it is characterised in that: another structure of described wedge is to be provided with the screwed hole coordinated with bolt in described wedge.
14. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: another structure of described wedge is, is provided with the bolt with nut screw connection in described wedge.
15. the foam cement composite plate with dovetail groove type steel limit rib structure according to Claims 2 or 3 or 4, it is characterised in that: described connector is square connector；And on connector, it is provided with the via matched with bolt.
16. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 15, it is characterised in that: on described square connector, have additional gusset.
17. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: it is provided with reinforcement in the upper lower flange of described dovetail groove type steel frame limit rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521010707.7U CN205348563U (en) | 2015-12-08 | 2015-12-08 | Foaming cement composite sheet with forked tail slot type steel limit rib structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521010707.7U CN205348563U (en) | 2015-12-08 | 2015-12-08 | Foaming cement composite sheet with forked tail slot type steel limit rib structure |
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| CN205348563U true CN205348563U (en) | 2016-06-29 |
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| CN201521010707.7U Active CN205348563U (en) | 2015-12-08 | 2015-12-08 | Foaming cement composite sheet with forked tail slot type steel limit rib structure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421657A (en) * | 2015-12-08 | 2016-03-23 | 北京太空板业股份有限公司 | Foaming cement composite plates with dovetail groove type steel edge rib structures and connecting method thereof |
| CN106284835A (en) * | 2016-10-11 | 2017-01-04 | 常州绿建板业有限公司 | Foam cement composite plate |
| CN106437039A (en) * | 2016-10-11 | 2017-02-22 | 常州绿建板业有限公司 | Foaming cement composite board for roof |
| CN106437040A (en) * | 2016-10-11 | 2017-02-22 | 常州绿建板业有限公司 | Roof foam cement insulation board |
-
2015
- 2015-12-08 CN CN201521010707.7U patent/CN205348563U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421657A (en) * | 2015-12-08 | 2016-03-23 | 北京太空板业股份有限公司 | Foaming cement composite plates with dovetail groove type steel edge rib structures and connecting method thereof |
| WO2017097019A1 (en) * | 2015-12-08 | 2017-06-15 | 北京太空板业股份有限公司 | Foaming cement composite plate having dovetail slot type steel edge rib structure, and connecting method therefor |
| CN105421657B (en) * | 2015-12-08 | 2018-10-02 | 太空智造股份有限公司 | Foam cement composite plate and attaching method thereof with dovetail groove type steel side rib structure |
| CN106284835A (en) * | 2016-10-11 | 2017-01-04 | 常州绿建板业有限公司 | Foam cement composite plate |
| CN106437039A (en) * | 2016-10-11 | 2017-02-22 | 常州绿建板业有限公司 | Foaming cement composite board for roof |
| CN106437040A (en) * | 2016-10-11 | 2017-02-22 | 常州绿建板业有限公司 | Roof foam cement insulation board |
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